Retender 1 Kiifb 2017-18 Revised Investigation Estimate For The Construction Of Kurunthattil Bridge Connecting Panoor Municipality And Thrippangottoor Grama Panchayath In Kannur District Investigation Work
Tender Value
4.39 Lakhs
Estimated cost
Bid Submission
17 Aug 2020
0 days left
EMD
11000
Bank guarantee accepted
Document Fee
975
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Peringathur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retender 1 Kiifb 2017-18 Revised Investigation Estimate For The Construction Of Kurunthattil Bridge Connecting Panoor Municipality And Thrippangottoor Grama Panchayath In Kannur District Investigation Work
BOQ
| Work Name:KIIFB 2017-18 Revised investigation Estimate for the Construction of Kurunthattil bridge connecting Panoor Municipality and Thrippangottoor Grama Panchayath in Kannur District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 56.13 : Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations)Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations) | BI01010001010000000000000515BI0100001114 | 1 | Hecter |
| 3 | 1.02 | 56.12.a : Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval. | BI01010001010000000000000515BI0100001115 | 2.2 | Hecter |
| 4 | 1.03 | 56.17.1 : Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing.Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing. | BI01010001010000000000000515BI0100001116 | 160 | sqm |
| 5 | 1.04 | 56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring | BI01010001010000000000000515BI0100001117 | 1 | set |
| 6 | 1.05 | 56.2.a : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring.Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.For machine boring. | BI01010001010000000000000515BI0100001118 | 9 | Nos hole |
| 7 | 1.06 | 56.9.1 : Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required)Erecting platform over 2 nos of 2nd Class Boat USING Mango wood planks of of not less than 30 mm thick, Mango wood joists of 100mm x 70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete excluding hire of boats (A Platform of Minimum size 6.00m x 5.00m will be required) | BI01010001010000000000000515BI0100001119 | 30 | sqm |
| 8 | 1.07 | 56.10 : Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc. | BI01010001010000000000000515BI0100001120 | 3 | Day |
| 9 | 1.08 | 56.3.a.1 : Boring with rotary power drilling equipment's in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil. | BI01010001010000000000000515BI0100001121 | 80 | metre |
| 10 | 1.09 | 56.3.b.1 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\n all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soilBoring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil | BI01010001010000000000000515BI0100001122 | 80 | metre |
| 11 | 1.1 | 56.3.a.2 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water.Boring with rotary power drilling equipment inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001123 | 10 | metre |
| 12 | 1.11 | 56.3.b.2 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\n all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For under water.Boring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For under water. | BI01010001010000000000000515BI0100001124 | 5 | metre |
| 13 | 1.12 | 56.4 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river. | BI01010001010000000000000515BI0100001125 | 18 | metre |
| 14 | 1.13 | 56.6 : Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete. | BI01010001010000000000000515BI0100001126 | 45 | each |
| 15 | 1.14 | 56.8 : Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. | BI01010001010000000000000515BI0100001127 | 45 | each |
| 16 | 1.15 | 56.7 : Conducting standard penetration test in bore hole at any depth.Conducting standard penetration test in bore hole at any depth. | BI01010001010000000000000515BI0100001128 | 45 | each |
| 17 | 1.16 | 56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes. | BI01010001010000000000000515BI0100001129 | 1 | set |
| 18 | 1.17 | 56.11.c : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate)<br>Additional set for machine boring(extra for bore holes exceeding 5 nos)Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate)Additional set for machine boring(extra for bore holes exceeding 5 nos) | BI01010001010000000000000515BI0100001130 | 1 | set |
| 19 | 1.18 | 56.14.b : Cross section details:- Thodu.Cross section details:- Thodu. | BI01010001010000000000000515BI0100001131 | 87.5 | sqm |
| 20 | 1.19 | 56.15.b : Hydraulic Velocity Calculation:- ThoduHydraulic Velocity Calculation:- Thodu | BI01010001010000000000000515BI0100001132 | 1 | set |
| 21 | 1.2 | 56.16 : Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers. | BI01010001010000000000000515BI0100001133 | 1 | set |
AI Tender Summary
Tender Timeline
Aug 10, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 20, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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